2021
DOI: 10.1016/j.matpr.2021.01.166
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Compressive, flexural strength test and chloride ion permeability test of concrete incorporating quartzite rock dust

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Cited by 4 publications
(4 citation statements)
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“…As was observed for other stresses, studies have observed a decreasing trend in shear strength with higher SD contents, which can be attributed to the reduction in the void-filling potential [40] and the decrease in adhesion in the transition zone between particles [48] in concretes with levels of 75-90% replacement, contents that are beyond the percentages considered ideal [40,48,52].…”
Section: Mechanical Propertiessupporting
confidence: 66%
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“…As was observed for other stresses, studies have observed a decreasing trend in shear strength with higher SD contents, which can be attributed to the reduction in the void-filling potential [40] and the decrease in adhesion in the transition zone between particles [48] in concretes with levels of 75-90% replacement, contents that are beyond the percentages considered ideal [40,48,52].…”
Section: Mechanical Propertiessupporting
confidence: 66%
“…As compared to natural fine aggregate, the stone-processing dust contains a higher amount of fine particles, and this is explained by the fact that it is a residual product of the mining industry due to the cutting, rolling, and explosions of the original stone massifs [118]. Besides the fact that the particles are more irregular [52], stone dust has higher water absorption characteristics, due to its high porosity and particle fineness and consequently a larger surface contact area when compared to NS [86]. Furthermore, the water absorption of the SD aggregates showed significant variation in values between the studies.…”
Section: Resultsmentioning
confidence: 99%
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